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'I —I-- 111"T 9 LU "11) 0 9 5�- V CL E E C 8 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTE N ERS. (M I N. F1 RST 4 BAYS) 11 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEA-THING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 " BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 41't Z 45* t SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL�A 2x4 KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT SKER @4 F_O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. AB GAB E TRUSS EACH JOINTw/(3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOA RD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3 @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS z7 w/ 10d NAILS @ 6' O.C. THROUGH CHORD 2'x4" LEDGER (MATCH BOTTOM CHORD A EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) A . 9 UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS IF IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHINGi DETAIL 2"x4" CROSS BRACE-� N APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 " OR 2x FRAME WALL (SEE WALL SHORTER) > 0, < SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING '01 �� �01 ,,,-1/2"CDX PLYWOOD OR 7/16" @ 48' O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ","',,,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. T� AND 12" O.C. FIELD END TYP. TOP & Z (2) 16d NAILS W/ (2) 16d TOENAILS . . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING-: WEEPSCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2"x 8" "J" BOLT @ 48"O C 'T" ON TOP OF PANEL :::: INSTALLED PER MANUF. . . @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER " "" " " " 1 1 Odx3" @ 4" O/C 7 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" GABLE WEB SECTION_ ( �2 1 Od NAILS & (4) 1/4'x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK 1\15� SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co M SEE STRUCTURAL— CHORD BLOCKING go ;o NOTES AND NAILING x INFORMATION SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/--/ (2) 16d NAILS WOOD TRUSSES 00 ;o 2"x4"CROSS BRACE ---- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF tp 4t EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSSSPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L 3") OR EQUAL (D 0.207", L = 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF / : t O/C W/ (2) 16d TRUSSES FROM EA. 1 TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) NON - LOAD BEAROG LOCATION tl'D SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 111**� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT 211X411 MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL W/ \--2X4 #2 SYP BLK`G @ 16" O.C. (2) 16d NAILS (2) 1 Od x 0.131 TOENAILS EA. SIDE _4 — CONT. 2X4 #2 SYP W/ 1 Od XO.131' @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX, 9" UNSUPPORTED, IF >9" SEE 101S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 '70N TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,,_, --2x4'T'BLOCKING @ 48" O.C. -1 6d NAIL "L"BRACE ATTACHED W/ 10dNAILS@ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAI SCALE: N.T.S. 2x4 "T"BLOCKING 2x4 BLOCKING @ 48"O.C. 16d NAIL "L" BRACE ATTACHED - 410 W/ 10d NAILS @ TYPICAL D4 GABLE TRUSS WEB SINGLE 1" BRACING DETAILK-6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C CEEPETT —GABLETRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"W'"L" BRACE NAILS AT EACH STUD I SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC .) FASTENED WITH (3) 16d PER SIDE r3 SECTION r4 SCISSOR GABLE "T" BRACE SECTION SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. \,, �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 AT LEAST 90% OF WEB 1" BRACE TO EXTEND LENGTH (SEE TABLE) -GABLE TRUSS -1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. O.C. FIELD JACK TRUSS SEE PLAN FOR 2X47'ON TOP OF PANEL-/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 '12 BRACE W/ 10d @ 4�' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6'0/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2"SDS SCREWS TO BLOCKING & (4) 1/4'X2 3/4' TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) IL r1r1W A!W M BRACIN W/ 10d BRAC,N /)1 0dX3,AT EACH CONN. @ 24' O/C N\ \-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74"(U.N.O.) 111 BRACE 24" 010" - T-O" 3'-0" - 6'-0" 6'-0"& GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1' BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/? SIDS SCREWS TO TRUSS & (4) 1/4"x3' SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16' D.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU 0 9� CORNERJACK 0 9: LU z cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 7' BRACE SEE DET. J/S5-i I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. L M M M I hqL MM 181 FOrl 111111 1111 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4!-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. R EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (*" L - AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS; SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Oki r"4 >-- as -M C3 LU -.E C= CL r- C= C" C-4 ...; = LZ >-C L5 W C-4 C, = C-4 S -W CL.= r= G3 C"D C= cu 3: " C' CU -0 .5: U W " Cl.= % C141 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engine ring portions of the drawing pages bearing Engineer's signatureeand seal. 0 W 4 5 Lo C" 6.0 0 Co 00 J0, 0 0 'C! C14 0 aim -q It 4 r- -j C-1: u:- 'W M u- Z a. 2 U, I W -f 22 :3 M CIA 0 2 W z IL 0) 04 < M z < 0 � do 0 W (D 0 a M - Q) 4--J C� 0 Ul Cq V) S 9 U) Cn < to Cl> -z 2� z z < E 0 E . Lj'- 9 C1 E '11, 0 il 0 00 01 z 0, 1< z W 0 M. �� z a M C C: W, .. 0z'- z M -5 �z W M. -u 8 3: 8- 3: � '0 z W M �i '0 :Er 1 0 0� LO 0 CN L— CU LO N :3 C4 a o LO 0 0 F— in 0 LO U- (y) 0 -1.1d U CY) C:) (0 -0 CU 04 M d L0 04 C14 CD 4i co E N �i z C E CN E q) M CL 0 0 0 -j :0 M 2 0 JOB NO: 23-04653 SCALE AS NOTED SHEET NO. S5